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A Simplified Method of Analyzing Suspension Bridges
A rational method of analysis for the design of suspension bridges is presented in this paper. The proposed method gives simple and explicit equations of the horizontal tension in a cable and a direct method of determining maximum moments, shears, deflections, and slopes in the stiffening trusses. A slide rule may be used in all computations. The tiresome cut-and-try processes inherent in the existing methods are avoided.
A Simplified Method of Analyzing Suspension Bridges
A rational method of analysis for the design of suspension bridges is presented in this paper. The proposed method gives simple and explicit equations of the horizontal tension in a cable and a direct method of determining maximum moments, shears, deflections, and slopes in the stiffening trusses. A slide rule may be used in all computations. The tiresome cut-and-try processes inherent in the existing methods are avoided.
A Simplified Method of Analyzing Suspension Bridges
Tsien, Ling-hi (Autor:in)
Transactions of the American Society of Civil Engineers ; 114 ; 1109-1144
01.01.2021
361949-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
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Simplified method of analyzing suspension bridges
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|Simplified method of analyzing suspension bridges
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|Simplified Numerical Analysis of Suspension Bridges
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